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Finite Element Simulation of Temperature Variations in Concrete Bridge Girders
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作者 Hongzhi Liu Shasha Wu +1 位作者 Yongjun Zhang Tongxu Hu 《Fluid Dynamics & Materials Processing》 EI 2023年第6期1551-1572,共22页
The internal temperature of cast-in-place concrete bridges undergoes strong variations during the construction as a result of environmental factors.In order to determine precisely such variations,the present study rel... The internal temperature of cast-in-place concrete bridges undergoes strong variations during the construction as a result of environmental factors.In order to determine precisely such variations,the present study relies on the finite element method,used to model the bridge box girder section and simulate the internal temperature distribution during construction.The numerical results display good agreement with measured temperature values.It is shown that when the external temperature is higher,and the internal and external temperature difference is relatively small,the deviation of the fitting line from existing specifications(Chinese specification,American specification,New Zealand specification)is relatively large and vice versa. 展开更多
关键词 concrete temperature gradient FE model simulation AASHTO and Chinese temperature norm temperature formula exponential monitoring
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